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THE
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201 Sooth Izard o Little Rock, M. 72201 0501j37F 53311
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�q87056'07+`E 1G2,taUI
100' AP&L EASEMENT
BOOK 923, PAGE 567
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CURVE DATA
A = 11°31'52" l0
L6 T = 27.77' r 0
R = 275.00' 0
_ L = 5.5.35' cv
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RAW WATER LINE
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330.18'
THE PLANS AND SPECIFICATIONS INCORPORATED BAR IS ONE INCH ON
--- --- -- ORIGINAL DRAWING.
- HEREIN, AS A PRODUCT OF DESIGN SERVICES,
---------__- - IS THE PROPERTY OF THE MEHLBURGER FIRM o „`• r'
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
- ---- WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST
NO. DATI_ REVISION B"( APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY.
CERTIFICATE OF SURVEYING ACCURACY
I, B. MICHAEL WATSON _, hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with. /
8 O / G/
Date of Execution B. Michael Watson
Registered Professional
Land Surveyor
No. 957
Arkansas
CERTIFICATE OF OWNER
We, the undersigned,
owners of the real estate shown
and described herein,
do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said
real estate in accordance with
this plat.
(o /! 0/
r {
Date of Execution
Name RIVERSIDE PROPERTIES, LLC
Address P.O. BOX 1280
Source of Title:
LITTLE ROCK, ARKANSAS 72203
Instrument No.
99070998
CERTIFICATE OF ENGINEERING ACCURACY
I, WES LOWDER , hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little flock Subdivision
Rules and Regulations have been complied with.
// o/
Date of Execution Wes Lowder
[Registered Professional
Engineer No. 4943
Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
of said /rules and regulations.
Date of Execution L.R. ' Tanning
Commission
STATE PLANE COORDINATES
#
NORTHING
LASTING
1
155287.0487
1177207.5067
2
155292.8173
1 17704-7.4977
3
155396.4008
1 177051.0394
4
155522.7474
1 177053.5727
5
155516.8890
1 177216.071 1
CERTIFICATE OF RECORDING
This document, number900A2Z"1.�1f1filed for record
may, j�, 200l, in Plat Book G- Page [r S
(Signed) FLOOD PLAIN CERTIFICATION
_ NO PORTION OF THE PROPERTY SHOWN IS LOCATED
Clerk q WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
f N tT'9I �i Circuit GoulitV Glelk 9 Recor(* BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0007 D, PUBLISHED BY THE FEDERAL
+ EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985.
G, s
DATE: G
n i B. MICHAEL� WATSON
CG AR PLS NO. 957
a
`' •� PROPERTY DESCRIPTION
Part of the NE 1/4, NE 1/4. Section 1, T-1-N, R-14-W and part of the SE 1/4, SE-1/4, Section 36, T-
2-N, R-14-W, all in Pulaski County, Arkansas, being more particularly described as follows:
Commencing at the Northeast corner of said NE 1/4, NE 1/4; thence along the North line of said NE
1/4, NE 1/4, North 87024'26" West 330.18 feet; thence South 02608'02" West 492.83 feet
to a point on the North right-of-way line of Chenal Parkway; thence along said
right-of-way line North 74°06'56" West 724.64 feet; thence continuing along said
right-of-way line on a curve to tite left having a radius of 1019.93 feet, an are distance of 97.97 feet
and a chord bearing and distance of North 76052'02" West 97,93 feet; thence North
02°08'02" East 206.56 feet to the Northeast corner of Lot 5, Riverside Properties Subdivision,
said point also being the POINT OF BEGINNING; thence North 87056'07" West 160.11 feet
J to a point nn the East right-of-way line of Kirk Road; thence along said East right-of-way
line North 01.57'31" East 103.64 feet; thence continuing along said East right-of-way line
North 01608'55" East 126.37 feet; thence South 87.56'07" East 162.60 feet; thence South
NORTHEAST CORNER 02.08'02" West 230.00 feet to the POINT OF BEGINNING, containing 37,020 square feet or
NE 1/4 NE 1/4 0.850 acres, more or less.
SECTION 1
T 1 N, R 14 WUISTE
• srn rr or ••. I'' ARKANSAS
9A9 P
ARKANSAS
N0, 957
�• ItEQIB E1tE) n
sro ,•a PROFES 10
ENO i�
0.L+�i Al
• � ;.: \. i A *+'++++++n n n n+`��,``` +'�..
IPRoPflRTY Tl �j <1 GENERAL NOTES
1. BASIS OF BEARINGS - STATE PLANE COORDINATES
STATE PLANE COORDINATES
- 2. 5/8" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE
3. ERROR OF CLOSURE EXCEEDS - 1:50,000
. . k a
VICINITY MAP
N.T.S.
FINAL PLAT OF PART OF THE NE 1/4, NE 1/4,
SECTION 1, T-1-N, R-14-W AND PART OF THE
SE-1/4, SE 1/4, SECTION 36, T-2-N, R-14-W
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
20 10 0 20 40
1 " = 20'
SHEET
FINAL PLAT 0f= LOT 4 DWG
RIVERSIDE PROPERTIES SUBDIVISION, NO.
DATE MAY 2001
LITTLE ROCK, ARKANSAS PROJ
Nlr) 399-160
- FINAL PLAT
A twel
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